Chapter 4 of 149% of exam

Strength of Materials

Strength of materials (mechanics of materials) connects loads to internal stresses and deformations. It is the bridge between statics and real component design: given a load, will the part yield, deflect too much, or buckle?

Stress and Strain

Normal stress sigma = P/A and shear stress tau = V/A express internal force per unit area. In the elastic region, Hooke's law relates them to strain through the modulus of elasticity: sigma = E·epsilon. Axial elongation is delta = P·L/(A·E).

Beams: Shear and Moment

Transverse loads create internal shear and bending moment that vary along a beam. For a simply supported beam with a central point load, the maximum moment is P·L/4; for a uniform load it is w·L^2/8. Bending stress is sigma = M·c/I.

Combined Loading and Failure

Superposition adds stresses from axial, bending, and torsional loads. Failure criteria include yielding (Tresca, von Mises), Euler buckling of slender columns, and fatigue under cyclic loading. A factor of safety keeps working stress below the allowable value.

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